Leica TS02 User Manual Download Page 299 | Manualshive

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Glossary

FlexLine, 299

Reticle

Line-of-sight error
(horizontal
collimation)

Vertical index error

Glass plate within the telescope with reticle.

TS0X_071

The line-of-sight error (c) is the deviation from the perpendicular
between the tilting axis and line of sight. This could be eliminated
by measuring in both faces.

TS0X_005

c

With a horizontal line of sight the vertical circle reading should be
exactly 90°(100 gon). The deviation from this value is termed the
Vertical index error (i).

i

TS0X_006

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Summary of Contents for TS02

Page 1: ...Leica FlexLine TS02 TS06 TS09 User Manual Version 2 0 English...

Page 2: ...ead carefully through the User Manual before you switch on the product Product identification The model and serial number of your product are indicated on the type plate Enter the model and serial num...

Page 3: ...situation which if not avoided will result in death or serious injury Warning Indicates a potentially hazardous situation or an unintended use which if not avoided could result in death or serious inj...

Page 4: ...S09 Telescope Measuring with Prism mode When measuring distances to a reflector with Electronic Distance Measurement EDM mode Prism the telescope uses a wide visible red laser beam which emerges coaxi...

Page 5: ...operation of the instrument or during the shutdown procedure This can result in a file system error and data loss Always switch off the instrument by pressing the On Off key and wait until the instrum...

Page 6: ...1 3 Instrument Components 17 2 User Interface 20 2 1 Keyboard 20 2 2 Screen 22 2 3 Status Icons 23 2 4 Softkeys 25 2 5 Operating Principles 26 2 6 Pointsearch 28 3 Operation 30 3 1 Instrument Setup 30...

Page 7: ...rt Up Sequence 67 5 3 System Information 68 5 4 Licence Keys 70 5 5 Instrument Protection with PIN 71 5 6 Loading Software 73 6 Functions 75 6 1 Overview 75 6 2 Target Offset 77 6 2 1 Overview 77 6 2...

Page 8: ...p 100 9 2 2 Measuring the target points 102 9 2 3 Station Setup Results 104 9 3 Surveying 108 9 4 Stakeout 110 9 5 Reference Element Reference Line 116 9 5 1 Overview 116 9 5 2 Defining the Base Line...

Page 9: ...6 9 10 2 Layout 157 9 10 3 As Built Check 159 9 11 COGO 160 9 11 1 Starting COGO 160 9 11 2 Inverse and Traverse 161 9 11 3 Intersections 162 9 11 4 Offsets 165 9 11 5 Extension 167 9 12 Road 2D 167 9...

Page 10: ...10 2 Exporting Data 222 10 3 Importing Data 227 10 4 Working with a USB Memory Stick 231 10 5 Working with Bluetooth 233 10 6 Working with Leica FlexOffice 235 11 Check Adjust 236 11 1 Overview 236 1...

Page 11: ...ser Classification 260 13 6 1 General 260 13 6 2 Distancer Measurements with Reflectors 261 13 6 3 Distancer Measurements without Reflectors Non Prism mode 263 13 6 4 Electronic Guide Light EGL 267 13...

Page 12: ...thout Communication side cover 282 14 5 2 Products with Communication side cover 283 14 6 General Technical Data of the Instrument 284 14 7 Scale Correction 290 14 8 Reduction Formulas 293 15 Internat...

Page 13: ...nd capturing data Ideally suited for tasks from simple surveys to complex applications Equipped with a FlexField firmware package to complete these tasks The various lines have a range of accuracy cla...

Page 14: ...for the viewing exchanging managing and post processing of data Data transfer Data can be always transferred between a FlexLine instrument and a computer via a data transfer cable For instruments equ...

Page 15: ...pplied tribrach b GEV189 data cable USB RS232 c GLI115 clip on bubble d GHT196 holder for height meter e CPR105 flat prism f GHM007 height meter g Protective cover Lens hood h GEV223 data cable USB mi...

Page 16: ...tteries m GKL211 battery charger n GAD105 flat or mini prism adapter o MS1 Leica industrial grade USB memory stick for instruments with a Communication side cover p GEB221 battery q Tip for mini prism...

Page 17: ...SB cable ports b Bluetooth antenna c Optical sight d Detachable carrying handle with mounting screw e Electronic Guide Light EGL f Objective with integrated Electronic Distance Measurement EDM Exit fo...

Page 18: ...scription of the System Instrument components part 2 of 2 l Focusing telescope image m Eyepiece focusing graticule n Battery cover o Serial interface RS232 p Foot screw q Display r Keyboard l m n o p...

Page 19: ...tem FlexLine 19 Communication side cover A Communication side cover is optional for and included for a Bluetooth antenna b Compartment lid c USB memory stick cap storage d USB host port e USB device p...

Page 20: ...meric keyboard a Fixed keys b Navigation key c ENTER key d ESC key e Function keys F1 to F4 f Alphanumeric keypad TSOX_011 a b c d e TSOX_010 a f b c d e Key Description Page key Displays the next scr...

Page 21: ...n and the entry bar within a field ENTER key Confirms an entry and continues to the next field ESC key Quits a screen or edit mode without saving changes Returns to next higher level Function keys tha...

Page 22: ...Programmable with one of the functions The trigger key can be programmed in the Settings screen Refer to 4 1 General Settings Key Description a Title of screen b Focus in screen Active field c Status...

Page 23: ...he level of the remaining battery capacity 75 full shown in the example Compensator is on Compensator is off Prism EDM mode for measuring to prisms and reflective targets Non Prism EDM mode for measur...

Page 24: ...is face II Leica standard prism is selected Leica mini prism is selected Leica 360 prism is selected Leica 360 mini prism is selected Leica reflector tape is selected User defined prism is selected B...

Page 25: ...n to alphanumerical 012 To change the keypad operation to numerical ALL To start distance and angle measurements and save the measured values DIST To start distance and angle measurements without savi...

Page 26: ...et in the instrument settings Refer to 4 1 General Settings OK If entry screen Confirms measured or entered values and continues the process If message screen Confirms message and continues with selec...

Page 27: ...times you can toggle through the characters For example 1 S T U 1 S Standard keyboard To enter characters using a standard keypad select INPUT and the softkeys will change to represent the alphanumer...

Page 28: ...t fulfill the same search criteria If several points meet the search criteria then the results are ordered according to the entry date The instrument finds the most recent fixed point first Character...

Page 29: ...should be used if the point number is not fully known or to search for a batch of points Examples of point searches All points are found A All points with exactly the point number A are found A All p...

Page 30: ...ratures around the instrument The laser plummet described in this topic is built into the vertical axis of the instrument It projects a red spot onto the ground making it appreciably easier to center...

Page 31: ...tee a firm foothold sufficiently press the tripod legs into the ground b When pressing the legs into the ground note that the force must be applied along the legs Careful handling of tripod Check all...

Page 32: ...ppears Otherwise press FNC from within any application and select Level Plummet 4 Move the tripod legs 1 and use the tribrach footscrews 6 to center the plummet 4 over the ground point 5 Adjust the tr...

Page 33: ...orrection is set to 1 or 2 axis the laser plummet will be activated automatically and the Level Plummet screen appears Otherwise press FNC from within any application and select Level Plummet The bubb...

Page 34: ...cond axis by turning the last footscrew An arrow shows the direction of rotation required When the electronic level is centered the arrow is replaced by a checkmark When the electronic level is center...

Page 35: ...pipes or holes In the Level Plummet screen adjust the intensity of the laser plummet using the navigation key The laser can be adjusted in 25 steps as required TSOX_092 Min 50 Max Under some circumst...

Page 36: ...ient temperature of 10 C to 20 C 50 F to 68 F if possible It is normal for the battery to become warm during charging Using the chargers recommended by Leica Geosystems it is not possible to charge th...

Page 37: ...remove the battery holder 2 Remove the battery from the battery holder 3 Insert the new battery into the battery holder 4 ensuring that the contacts are facing outward The battery should click into p...

Page 38: ...mory to a computer or other device via a USB memory stick inserted into the USB host port a USB cable connected to the USB device port or via a Bluetooth connection Refer to 10 Data Management for fur...

Page 39: ...manage jobs data codelists formats system memory and USB memory stick files Refer to 10 Data Management Transfer To export and import data Refer to 10 2 Exporting Data Setting To change EDM configura...

Page 40: ...r Q Survey is identical to the procedure for the application Surveying Therefore this procedure is only described once within the application chapter Refer to 9 3 Surveying CODE To find enter codes Re...

Page 41: ...re two EDM modes Non Prism measurements When a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment If a temporary obstruction for example a passin...

Page 42: ...which is in the beam path at that moment If for example people cars animals or swaying branches cross the laser beam while a measurement is being taken a fraction of the laser beam is reflected from...

Page 43: ...ing the visible red laser beam Red laser to reflector tape The visible red laser beam can also be used to measure to reflective foils To guarantee the accuracy the red laser beam must be perpendicular...

Page 44: ...Press to scroll through the screens of available settings SETTINGS DelLang To delete a selected language Field Description Contrast 0 to 100 Sets the display contrast in 10 steps Trigger Key1 Key2 Tr...

Page 45: ...plummet line 2 axis Vertical angles refer to the plummet line and the horizontal directions are corrected by the standing axis tilt For corrections depending on the Hz Corr setting refer to the table...

Page 46: ...on the vertical angle For corrections depending on the Tilt Corr setting refer to the table Tilt and horizontal corrections Off Horizontal corrections are deactivated Beep The beep is an acoustic sig...

Page 47: ...005 gon Off Sector Beep is deactivated Hz Increment Right Set horizontal angle to clockwise direction measurement Left Set horizontal angle to counter clockwise direction measurement Counter clockwis...

Page 48: ...below it Slope 45 100 Horizon 0 Vertical angles are expressed in with positive above the horizon and negative below it The value increases rapidly appears on the display above 300 Field Description 90...

Page 49: ...urrent loaded language s are shown A selected language can be deleted by pressing DelLang This function is available on page 2 of the SETTINGS screen if more than one language is installed and the sel...

Page 50: ...me The actual displayed values are converted according to the selected unit Min Reading Sets the number of decimal places shown for all angular fields This is for data display and does not apply to da...

Page 51: ...s 4 Displays distance with four decimals Temp Unit Sets the units shown for all temperature fields C Degree Celsius F Degree Fahrenheit Press Unit Sets the units shown for all pressure fields hPa Hect...

Page 52: ...ERS screen This Data Output setting is only required if an external storage device is connected and measurements are started at the instrument with DIST REC or ALL This setting is not required if the...

Page 53: ...ode is cleared from the measurement screen after ALL or REC is selected Permanent The set code remains in the measurement screen until manually deleted Display ill Off to 100 Sets the display illumina...

Page 54: ...er Only used for the Stakeout application The identifier can be up to four characters and is added at the start or end of a point number of a point to be staked Sort Type Time Lists are sorted by time...

Page 55: ...or when REC is pressed The vertical angle field in a measurement screen always shows the running angle regardless of this setting Hold The vertical angle value that is recorded is the value that was...

Page 56: ...available with Non Prism NP and Prism P EDM modes Access 1 Select Settings from the MAIN MENU 2 Select EDM from the SETTINGS MENU Setting Correction Tilt correction Horizontal correction Incline longi...

Page 57: ...the EDM frequency Field Description EDM mode Prism Standard Fine measuring mode for high precision measurements with prisms Non Prism Std For distance measurements without prisms Non Prism Track For...

Page 58: ...tive targets FlexPoint Included for and Optional for Allows short distances 30 m to be measured without a reflector Prism Type Round Standard prism GPR121 111 Leica Constant 0 0 mm Mini GMP111 Leica C...

Page 59: ...r2 The user can define two of their own prisms Constants can be entered in mm in either Leica Const or Abs Const For example User prism constant Leica Const Abs Const 30 0 mm 4 4 mm 34 4 30 4 4 30 0 m...

Page 60: ...ecomes editable to set a user defined constant Input can only be made in mm Limit value 999 9 mm to 999 9 mm Laser Point Off Visible laser beam is deactivated On Visible laser beam for visualising the...

Page 61: ...ced directly by the atmospheric conditions of the air in which the measurements are taken In order to take these influences into consideration distance measurements are corrected using atmospheric cor...

Page 62: ...distance measurements are corrected with the PPM parameter Refer to 14 7 Scale Correction for the application of the values entered in this screen EDM SIGNAL REFLECTION This screen tests the EDM signa...

Page 63: ...he default Leica standard settings Field Description Port Instrument port If a Communication side cover is fitted the options are selectable If there is no Communication side cover the value is set to...

Page 64: ...n parity Available if data bit is set to 7 Odd Odd parity Available if data bit is set to 7 None No parity Available if data bit is set to 8 Endmark CR LF The terminator is a carriage return followed...

Page 65: ...ommunication parameters are reset to the default Leica standard settings 115200 Baud 8 Databit No Parity CR LF Endmark 1 Stopbit Interface plug connections a External battery b Not connected inactive...

Page 66: ...t from the TOOLS MENU 3 Select an Adjustment option from the ADJUSTMENTS screen Adjustment options In the ADJUSTMENT screen there are several adjustment options Menu selection Description Hz Collimati...

Page 67: ...ess RECORD in the AUTO START screen 2 Press OK to confirm the information message and begin the recording process 3 The next key presses are stored up to a maximum of 16 To end the recording press ESC...

Page 68: ...5 3 System Information Description The System information screens display instrument system and firmware information as well as settings for the date and time Access 1 Select Tools from the MAIN MENU...

Page 69: ...ion Instr Firmware Displays the firmware version number installed on the instrument Build No Displays the build number of the firmware Active Language Displays the current language and version number...

Page 70: ...memory stick Access 1 Select Tools from the MAIN MENU 2 Select Lic Key from the TOOLS MENU Enter licence key Selecting DELETE from this screen will delete all firmware licence keys on the instrument a...

Page 71: ...IN MENU 2 Select PIN from the TOOLS MENU 3 Activate PIN protection by setting Use PIN Code On 4 Enter a personal PIN Code max 6 numerics in the New PIN Code field 5 Accept with OK Now the instrument i...

Page 72: ...code entered is correct then the instrument will start up and reset the PIN code to default value 0 and Use PIN Code Off Deactivate PIN code step by step 1 Select TOOLS from the MAIN MENU 2 Select PIN...

Page 73: ...ct Load FW from the TOOLS MENU Load FW is only an option on the TOOLS MENU for those instruments fitted with a Communication side cover Never disconnect the power supply during the system upload proce...

Page 74: ...f the USB memory stick Select Yes or No for a language file to be uploaded At least one language must be set to Yes 5 Press OK 6 Press Yes on the power warning message to proceed and upload the firmwa...

Page 75: ...ction menu can be assigned to these keys Refer to 4 1 General Settings Functions Function Description Level Plummet Activates the laser plummet and electronic level Offset Refer to 6 2 Target Offset N...

Page 76: ...nter a new code Same functionality like the softkey CODE Laserpointer Activates deactivates the visible laser beam for illuminating the target point Main Menu Returns to the MAIN MENU Display Light On...

Page 77: ...set values length trav and or height offset can be entered The values for the angles and distances are calculated to determine the target point Access 1 Press FNC when within any application 2 Select...

Page 78: ...ht of the measured point Length Offset Longitudinal offset Positive if the offset point is further away than the measured point Height Offset Height offset Positive if the offset point is higher than...

Page 79: ...exists Or press CYLNDER to enter cylindrical offsets Refer to 6 2 2 Cylinder Offset Subapplication 6 2 2 Cylinder Offset Subapplication Availability Description Determines the coordinates of the cente...

Page 80: ...tal angle to a point on the left side of the object Hz2 Horizontal angle to a point on the right side of the object d Distance to the object in the middle between Hz1 and Hz2 R Radius of cylinder Azim...

Page 81: ...easured horizontal direction to the right side of the object Using the vertical hair aim at the right side of the object then press HzRight Slope distance to the reflector Hz Deviation angle Rotate th...

Page 82: ...d results and return to Enter offset values screen NEW To measure a new cylindrical object Field Description PtID Defined point ID of the center point Desc Description of the center point if desired E...

Page 83: ...1 Press FNC when within any application 2 Select Hidden Point from the FUNCTIONS menu Next step If required press ROD EDM to define the rod or EDM settings ROD SETTINGS P0 Instrument station P1 Hidde...

Page 84: ...anges the prism type Prism Const Displays the prism constant Rod Length Total length of hidden point rod Dist R1 R2 Spacing between the centers of the prisms R1 and R2 Meas Tol Limit for the differenc...

Page 85: ...calculates and displays the slope and horizontal distance height difference azimuth grade and coordinate differences between the last two measured points Valid distance measurements are required for...

Page 86: ...cation where FNC was selected Field Description Bearing Difference in bearing between the two points Grade Difference in gradient between the two points Difference in horizontal distance between the t...

Page 87: ...ment mode remains set when the instrument is switched off 6 6 Backsight Check Availability Description This function enables the user to remeasure to the point s used for Station Setup This is useful...

Page 88: ...screen except that the available PtIDs are restricted to the points used for the last orientation Refer to 9 4 Stakeout for information about the screen Next step Once the accuracy of the station pos...

Page 89: ...WI41 49 that means that codes are not directly linked to a point They are stored before or after the measurement depending on the setting made Point codes WI71 79 are not available A code is always r...

Page 90: ...t measure ment AddList To add the entered code to the codelist Field Description Find New Code name After entry the firmware searches for a matching code name and displays these in the code field If a...

Page 91: ...called directly via the keypad on the instrument The code is selected by entering a two digit number the measurement is then triggered and the measured data and code saved A total of 99 quick codes ca...

Page 92: ...nt messages or warnings that may appear FlexOffice Codelists can be easily created and uploaded to the instrument using the supplied FlexOffice software A two digit code must always be entered on the...

Page 93: ...duties and facilitate daily work in the field The following applications are available although application packages for each FlexLine instrument may vary from that stated below Application Station S...

Page 94: ...og from the MAIN MENU 2 Press to move through the screens of available applications 3 Press a function key F1 F4 to select the specified application in the PROGRAMS menu Pre settings screens Pre setti...

Page 95: ...nts or stations Jobs are individually manageable and can be exported edited or deleted separately Setting has been made Setting has not been made F1 F4 To select menu item Field Description Set Job To...

Page 96: ...Either press OK to continue with the selected job Or press NEW to open the NEW JOB screen and create a new job NEW To create a new job Field Description Job Name of an existing job to be used Operator...

Page 97: ...lly creates a new job and names it DEFAULT Next step Press OK to confirm the job and return to the Pre Settings screen 8 4 Station Setup Description All measurements and coordinate computations are re...

Page 98: ...ation on the Station Setup process If no station was set and an application was started or if in Q Survey and a measurement was recorded then the last station is set as the current station and the cur...

Page 99: ...application chapters unless the field has a specific meaning within that application Field Description PtID Point Point 1 Point ID of the point hr Height of the reflector Hz Horizontal direction to th...

Page 100: ...ion to determine the station coordinates and station orientation A maximum number of 10 known points can be used to determine the position and orientation Setup methods The following setup methods are...

Page 101: ...n Setup from the PROGRAMS menu 3 Complete application pre settings Refer to 8 Applications Getting Started 4 Set Accuracy Limit Set the standard deviation limits for the position Height Hz orientation...

Page 102: ...he target Press OK to search for the point in the internal memory Select the desired point or enter new coodinates and continue to the Sight target point screen Refer to 9 2 2 Measuring the target poi...

Page 103: ...es in the same face only the last valid measurement is used for computation For the calculation of the station position measured target points can be re measured included in calculations or excluded f...

Page 104: ...are measured in single or dual face Easting and Northing are determined by the least squares method which includes standard deviation and improvements for horizontal direction and horizontal distances...

Page 105: ...iation of the station coordinates and orienta tion SET To set the station coordinates and or orientation If the instrument height was set to 0 000 in the setup screen then the station height refers to...

Page 106: ...mits or crossed if it is not Accur Heig ht H If the standard deviation for Height is calculated a checkbox is displayed The checkbox is checked if the calculated Height is within the standard deviatio...

Page 107: ...as the system PPM scale This overwrites any PPM scale previously set in the EDM Settings screens Select No to keep the existing PPM value in the system and not apply the calculated scale Field Descrip...

Page 108: ...o beginning a survey Invalid data no height computed Either the target height is invalid or insufficient measurements are available to compute a final station height Face I II limit exceeded This erro...

Page 109: ...AMS menu 3 Complete application pre settings Refer to 8 Applications Getting Started SURVEYING IndivPt To switch between individual and current point numbers DATA To view measurement data CODE To find...

Page 110: ...Code Remark or Code name depending on the coding method Three coding methods are available 1 Remark coding This text is stored with the corresponding measurement The code is not related to a codelist...

Page 111: ...ut position Stakeout modes Points can be staked using different modes Polar mode Orthogonal to station mode and Cartesian mode Polar Stakeout mode P0 Instrument station P1 Current position P2 Point to...

Page 112: ...to Station Stakeout mode P0 Instrument station P1 Current position P2 Point to be staked d1 Length Difference in longitudinal distance d2 Trav Difference in perpendicular distance d3 Height Difference...

Page 113: ...OUT from the PROGRAMS menu 3 Complete application pre settings Refer to 8 Applications Getting Started P0 Instrument station P1 Current position P2 Point to be staked a East Difference in Easting coor...

Page 114: ...fields on the screen will change for the Polar Orthogonal or Cartesian modes Field Description Search Value for Point ID search After entry the firmware searches for matching points and displays these...

Page 115: ...t Positive if stake out point is further away than the measured point Trav Perpendicular offset Positive if stake out point is to the right of the measured point Height Height offset Positive if stake...

Page 116: ...of lines for example for buildings sections of road or simple excavations It allows the user to define a reference line and then complete the following tasks with respect to that line Access 1 Select...

Page 117: ...or interpolated along the reference line Define the base line The base line is fixed by two base points All points can be either measured manually entered or selected from the memory Define the base...

Page 118: ...new line created from the offsets is called the reference line All measured data refers to the reference line Reference line P0 Instrument station P1 Start point P2 End point d1 Base line d2 Reference...

Page 119: ...out a grid relative to the reference line MEASURE To measure Line Offset STAKE To stake out points orthogonal to the reference line NewBL To define a new base line SHIFT 0 To reset all offset values...

Page 120: ...are towards base point 2 Height Height offset of the reference line to the selected reference height Positive values are higher than the selected reference height Rotate Rotation of the reference lin...

Page 121: ...ubapplication calculates from measurements or coordinates longitudinal offsets parallel offsets and height differences of the target point relative to the reference line P0 Instrument station P1 Start...

Page 122: ...point P2 Target point P3 Target point a Reference height d1 Height difference between start point and the reference height d2 Height difference between P2 and the reference height d3 Height differenc...

Page 123: ...d polar Hz differences are displayed Example orthogonal stakeout Access Press STAKE from the REFERENCE LINE MAIN screen Orthogonal stakeout Enter the stake out elements for the target points to be sta...

Page 124: ...indicate the direction to move to get to the stake out point Field Description Line Longitudinal offset Positive if stake out point is further away from the reference line Offset Perpendicular offset...

Page 125: ...ured point to the stake out point Positive if the stake out point is further away than the measured point Height difference from the measured point to the stake out point Positive if the stake out poi...

Page 126: ...orthogonal Line Offset and polar Hz The grid is defined without boundaries It can be extended over the first and second base points of the reference line Example Grid Stakeout Access Press GRID from t...

Page 127: ...length and cross direction of the reference line Next step Press OK to proceed to the STAKEOUT GRID screen Field Description Start Chain Distance from the reference line start point to the beginning g...

Page 128: ...The stake out point is in the direction from the first to the second reference point Offset Offset increment values The stake out point is to the right of the reference line Hz Horizontal direction fr...

Page 129: ...om the measured point to the stake out point Positive if the stake out point is higher than the measured point Line Longitudinal distance from the measured point to the stake out point Positive if sta...

Page 130: ...start and end points of the line Example Line Segmentation Stakeout Access Press SEGMENT from the REFERENCE LINE MAIN screen SEGMENT DEFINITION Enter either the number of segments or the length of se...

Page 131: ...umber of segments is entered Segment No Number of segments Updated automatically if the segment length is entered Misclosure Any remaining line length after segment length has been entered Distributio...

Page 132: ...ctual The arrows indicate the direction to move to get to the stake out point Equal The misclosure will be equally distributed between all segments Field Description Field Description Segment No Segme...

Page 133: ...ht difference from the measured point to the stake out point Positive if the stake out point is higher than the measured point Line Longitudinal distance from the measured point to the stake out point...

Page 134: ...s an overarching name for the two reference applications Reference Line and Reference Arc The Reference Arc application allows the user to define a reference arc and then complete the following tasks...

Page 135: ...lete application pre settings Refer to 8 Applications Getting Started 4 Select RefArc Next step Define the reference arc 9 6 2 Defining the Reference Arc Description The reference arc can be defined b...

Page 136: ...ethod to define the arc by Centre Start Point Start and End Pt Radius 3 Points Reference Arc Measure to start point Reference arc P0 Instrument station P1 Start point P2 End point P3 Center point r Ra...

Page 137: ...AIN PAGE screen will appear REFERENCE ARC MAIN PAGE Next step Select a softkey option MEASURE or STAKE to proceed a subapplication EndPt Point ID of the end point Radius Radius of the arc Field Descri...

Page 138: ...xample reference arc measure line offset Access Press MEASURE from the REFERENCE ARC MAIN PAGE screen Measure Line Offset P0 Instrument station P1 Start point P2 End point P3 Measured point P4 Referen...

Page 139: ...etween a measured point and the calculated point The reference arc application supports four ways to stake out Stake out point To stake out a point by entering a line and an offset value Stake out poi...

Page 140: ...nt chords along the arc P0 Center point of arc P1 Start point of arc P2 Stake out point P3 Stake out point P4 End point of arc a Radius of arc b Arc length TSOX_043 P0 P1 P2 b b a P3 P4 P0 Center poin...

Page 141: ...lues Press PT PT to toggle through the calculated stake out points P0 Center point of arc P1 Start point of arc P2 Stake out point P3 Stake out point P4 End point of arc a Radius of arc b Angle TSOX_0...

Page 142: ...tion and half to the last arc section Arc Length For stakeout arc The length of the arc segment to stake out Chord Length For stakeout chord The length of the chord to stake out Angle For stake out an...

Page 143: ...Field Description Hz Horizontal direction from the measured point to the stake out point Positive if the telescope must be turned clockwise to the stake out point Horizontal distance from the measured...

Page 144: ...asured selected from the memory or entered using the keypad Tie distance methods The user can choose between two different methods Polygonal P1 P2 P2 P3 P3 P4 Radial P1 P2 P1 P3 P1 P4 Polygonal method...

Page 145: ...ions Getting Started 4 Select Polygonal or Radial Tie distance measurements After completing the measurements required the TIE DISTANCE RESULT screen will appear P0 Instrument station P1 P4 Target poi...

Page 146: ...at point 1 NewPt 2 To set point 2 as the starting point of a new line A new point 2 must be measured RADIAL To switch to radial method Field Description Grade Grade between point 1 and point 2 Slope d...

Page 147: ...connected by straights The target points have to be measured selected from memory or entered via the keypad in a clockwise direction The calculated area is projected onto the horizontal plane 2D or p...

Page 148: ...plane P2 Target point which defines the sloped reference plane P3 Target point which defines the sloped reference plane P4 Target point a Perimeter 3D polygonal length from the start point to the curr...

Page 149: ...red or selected The 3D area is calculated automatically based on the following The system will use the three points which cover the largest area If there are two or more equal largest areas the system...

Page 150: ...he 3D area calculation can be manually defined by selecting Def 3D Graphical representation Next step Press RESULT to calculate area and volume and proceed to the Area DTM Volume Result screens P0 Ins...

Page 151: ...ane DTM Grd Area Area defined by ground points calculated by triangulated irregular network TIN BreakLn Area Area defined by breakline points calculated by TIN DTM Volume I Volume as calculated by TIN...

Page 152: ...Weight DTM Volume II x Weight Factor Field Description Soil class Description Swell factor 1 Topsoil containing unorganic material as well as humus or organic animals 1 10 1 37 2 Fluent soil types of...

Page 153: ...and calculate a new volume Or press EXIT to exit the application 6 Rock types that have an inner mineral cohesiveness however are fragmented slaty soft or weathered 1 25 1 75 7 Hard to degrade rock ty...

Page 154: ...rism at the target point Access 1 Select Prog from the MAIN MENU 2 Select Remote Height from the PROGRAMS menu 3 Complete application pre settings Refer to 8 Applications Getting Started P0 Instrument...

Page 155: ...press BASE to enter and measure a new base point Or press ESC to exit the application Field Description Height difference between the base point and the remote point Height Height of the remote point...

Page 156: ...e MAIN MENU 2 Select Construction from the PROGRAMS menu 3 Select Set EDM to set the EDM settings Refer to 4 2 EDM Settings 4 Select New construction line To define a new construction site or Continue...

Page 157: ...end point are measured in the previous coordinate system When staking out these points they appear in the old system and appear as shifted During use of the application the previous orientation and s...

Page 158: ...LN to enter offset values for shifting the construction line AsBUILT To switch to AsBuilt mode to check points relative to the construction line ShiftLN To enter values for shifting the line Field Des...

Page 159: ...ht of the line start point is always used as the reference height Access Press AsBUILT from the LAY OUT screen AS BUILT CHECK The graphics are scaled to give a better overview Therefore it is possible...

Page 160: ...oints bearings between points and distances between points The COGO calculation methods are Of Perpendicular offset Positive if measured point is to the right of the construction line Calculated diffe...

Page 161: ...se Traverse from the COGO MAIN MENU 2 Select Inverse or Traverse Inverse Use the inverse subapplication to calculate the distance direction height difference and grade between two known points Inverse...

Page 162: ...ons Access 1 Select Intersection from the COGO MAIN MENU 2 Select the desired COGO method Known P1 Known point Direction from P1 to P2 d1 Distance between P1 and P2 d2 Positive offset to the right d3...

Page 163: ...of a line and a circle The line is defined by a point and a direction The circle is defined by the center point and the radius Known P1 First known point P2 Second known point 1 Direction from P1 to P...

Page 164: ...subapplication to calculate the intersection point of two lines A line is defined by two points Known P1 First known point P2 Second known point r1 Radius as the distance from P1 to P3 or P4 r2 Radius...

Page 165: ...d Distance Offset Use the distance offset subapplication to calculate the distance and offset of a known point with the basepoint in relation to a line DistOff Set Pt Plane Known P0 Instrument station...

Page 166: ...on to calculate the coordinates of a new point and its height and offset in relation to a known plane and offset point Known P0 Instrument station P1 Start point P2 End point d1 Line d2 Offset Unknown...

Page 167: ...ne 9 12 Road 2D Availability Description Road 2D is an application used to measure or stake out points relative to a defined element The element can be a line curve or spiral Chainage incremental stak...

Page 168: ...n pre settings Refer to 8 Applications Getting Started 4 Select the element type P0 Center point P1 Start point of arc P2 End point of arc P3 Point to stake a Anti clockwise b Clockwise c Distance fro...

Page 169: ...FlexLine 169 Elements A Straight B Spiral C Curve R Radius a Perpendicular offset left b Perpendicular offset right c Increment d Chainage TSOX_119 A B C a c b R d 112 000 d 122 000 d 132 000 d 155 0...

Page 170: ...iral elements the ROAD 2D screen for defining the element appears 3 For a curve element Enter the radius and curve direction Press OK For a spiral element Select the method to be used Rad Par or Rad L...

Page 171: ...ress STAKE to select the point and offset center left or right to stake out and start the measurement The correction from actual point to stake out point is shown on the display MEASURE to measure or...

Page 172: ...FlexLine 172 Applications Enter stakeout values Next step If in stakeout mode press OK to begin staking out Or if in measurement mode press ALL to measure and record...

Page 173: ...elements straight curve and quadratic parabola Upload of horizontal and vertical alignments which are in gsi data format of FlexOffice Road Line Editor Creation view and deletion of alignments onboard...

Page 174: ...alignments must be continuous because geometrical gaps and chainage equations are not supported The file name for the horizontal alignment file must have the prefix ALN for example ALN_HZ_Axis_01 gsi...

Page 175: ...has three positions P1 Position on natural surface P1 Position on vertical alignment P1 Position on horizontal alignment With a second point P2 the alignment is defined P1 P2 Projection of the alignme...

Page 176: ...ment Description Straight A straight has to be defined by Start point P1 and end point P2 with known Easting and Northing coordinates P1 Start point P2 End point Curve A circular curve has to be defin...

Page 177: ...curve whose radius changes along its length A spiral has to be defined by Start point P1 and end point P2 with known Easting and Northing coordinates Radius at the start of the spiral R Spiral parame...

Page 178: ...infinity at the start and a given radius at the end Exit spiral Spiral out B Spiral with a given radius at the start and radius of infinity at the end Partial Ovoid spiral A spiral with a given radiu...

Page 179: ...chainage and start height of P1 End chainage and end height of P2 or length L and slope P1 Start point P2 End point L Length Slope Transition curve A circular curve has to be defined by Start chainag...

Page 180: ...sulting in a smoother curve A quadratic parabola has to be defined by Start chainage and start height of P1 End chainage and end height of P2 Parameter or Length L grade of entry straight Grade In and...

Page 181: ...and vertical alignments a Horizontal alignment top view R1 Radius 1 R2 Radius 2 a1 Straight a2 Curve with R1 a3 Partial spiral with R1 and R2 a4 Curve with R2 a5 Spiral out with R2 and R a6 Straight b...

Page 182: ...al surface Both the hinge point and the catch point lie on the slope e Natural surface is the undisturbed surface before project construction P1 Measured point a Horizontal alignment b Hinge point c S...

Page 183: ...Data Exchange Manager Alternatively horizontal and vertical road alignments can be created onboard the instrument Access 1 Select Prog from the MAIN MENU 2 Select 3D Roadworks from the PROGRAMS menu 3...

Page 184: ...e values Field Description Horiz Aln List of available horizontal alignment files Using a horizontal alignment file is mandatory Verti Aln List of available vertical alignment files Using a vertical a...

Page 185: ...cal offset either up or down from the horizontal alignment Def Chain Defined chainage for stake out Increment Value by which the defined chainage can be incremented or decremented in subapplications S...

Page 186: ...alignment or manually entered height Access Press STAKE from the Define Stake Check Slope values screen P0 Instrument station P1 Target point P2 Measured point P3 Measured point a Horizontal alignment...

Page 187: ...d point Horizontal offset Positive if the stake out point is further away than the measured point Height Height offset Positive if the stake out point is higher than the measured point Chain Longitudi...

Page 188: ...record Or press ESC to return to the Define Stake Check Slope values screen Def East Calculated East coordinate of the stake out point Def North Calculated North coordinate of the stake out point Def...

Page 189: ...ment and the height difference is relative to a vertical alignment or manually entered height Defined chainage and Increment values will not be considered in the subapplication Check Access Press CHEC...

Page 190: ...al offset Left Right or Center Chainage Current chainage from measured point Offset Perpendicular offset to alignment Ht Diff Height difference between the measured point and the defined height East C...

Page 191: ...ference are not entered the point at the defined chainage on the horizontal alignment is the hinge point Access Press STK SLP from the Define Stake Check Slope values screen P1 Measured point a Horizo...

Page 192: ...for StakeOut Field Description Offset Horizontal offset from the horizontal alignment to define the hinge point Def Chain Defined chainage for stakeout SlopeType Type of slope Refer to Slope Type Slop...

Page 193: ...STAKEOUT screen Left up Hinge point Right up Left up Creates an upward plane extending to the left of the defined hinge point Right up Creates an upward plane extending to the right of the defined hin...

Page 194: ...ntal offset between the catch point of defined slope and the measured position Cut Fill Vertical offset between the catch point of the defined slope and the measured position A cut is above the slope...

Page 195: ...d point to the hinge point Height Height value of the measured point Act Ch The measured chainage Offs Aln Measured offset to the horizontal alignment excluding offset right and offset left H Aln Heig...

Page 196: ...r press ESC to return to the Define Stake Check Slope values screen P1 Measured point P2 Catch point a Horizontal alignment b Hinge point c Cut d Offset to catch point P1 Measured point P2 Catch point...

Page 197: ...on the horizontal alignment is the hinge point Defined chainage and increment values will not be considered in the subapplication Check Access Press CH SLP from the Define Stake Check Slope values scr...

Page 198: ...orizontal alignment including offset right and offset left H Hng Height difference to the hinge point The vertical offset between the defined height at the current chainage and the measured position i...

Page 199: ...cence code Description TraversePRO is an application used to establish control networks whereby other survey operations such as topographic surveys or point stake outs can be completed Offs Aln Measur...

Page 200: ...be distributed with respect to the length of the traverse legs The compass rule assumes that the biggest error comes from the longest traverse observations This method is suitable when the precision o...

Page 201: ...raverse per job is allowed If an adjusted or finished traverse is already part of the selected job then select another job Refer to 8 Applications Getting Started Set Tolerances Use Tol YES to activat...

Page 202: ...ew traverse if desired Method B F F B All points are measured in face I then all points are measured in face II in reverse sequential order B B F F The backsight point is measured in face I immediatel...

Page 203: ...SURE TRAVERSE Enter Station data Every Traverse must start on a known point Next step Press OK to confirm station data and proceed to the TRAVERSE START screen LEVEL To access the electronic level plu...

Page 204: ...Start a traverse without a known backsight Start on a known point without an intial measurement to a known backsight Stop on a known point or make a final foresight measurement to a known closing poi...

Page 205: ...define a 0 direction Stop end the traverse either on a known point or a traverse point and then measure to a known closing point or leave the traverse open Refer to 9 14 5 Closing a Traverse If using...

Page 206: ...ent either the Sight Foresight Point screen stays active for measuring the foresight point in a second face or the Sight Backsight Point screen appears for measuring the backsight point Interrupt a se...

Page 207: ...head Number of defined sets is achieved When the number of defined sets is achieved the TRAVERSE MAIN screen is displayed automatically The accuracy of the set measurements is checked The set can be a...

Page 208: ...een and returns to the TRAVERSE MAIN screen Move to next Station Move to the next station The instrument can either be left on or turned off If the instrument is turned off and then turned on again la...

Page 209: ...l within certain deviations A check point is excluded from the traverse calculation and adjustment however all measurement data and results observed from a check point are stored 1 Enter the name of t...

Page 210: ...AVERSE F1 F4 To select menu item Field Description At known Station to known Closing Point To close a traverse at a known station to a known closing point Use when setup on the closing station and the...

Page 211: ...es of the closing point are known 1 Input the data for the point 2 Measure to the closing point 3 The results are displayed At known Station only To close a traverse at a known station only Use when s...

Page 212: ...EndTrav To record the results and end the traverse Field Description Traverse ID Name of the traverse Start Stn Point ID of the start station End Stn Point ID of the end station No of Stn Number of s...

Page 213: ...djustments SET ADJUSTMENTS PARAMETERS L of Error Length distance error Azimuth Err Azimuth closure error East North Height Calculated coordinates Field Description Field Description No of Stn Number o...

Page 214: ...exited and the system returns to the MAIN MENU Angle misclosures are distributed equally COMPASS For surveys where angles and distances were measured with equal precision TRANSIT For surveys where an...

Page 215: ...d Another job must be selected Last traverse not yet finished or processed continue The TraversePRO program was quit without closing a traverse The traverse can be continued on a new station left unfi...

Page 216: ...from the intersection point to the local X and Z axis The intersection point is the footprint point of the perpendicular vector from the measured point through the defined plane QUIT Traverse Applica...

Page 217: ...xis of local coordinate system Y Y axis of local coordinate system Z Z axis of local coordinate system P1 First point origin of local coordinate system P2 Second point P3 Third point P4 Measured point...

Page 218: ...ttings Refer to 8 Applications Getting Started Measure plane and target points 1 Once the plane has been defined by three points the Measure Target point screen appears 2 Measure and record the target...

Page 219: ...int ID of the intersection point the perpendicular projection of the target point on the plane Offset Calculated perpendicular distance between target point and plane intersection point X Perpendicula...

Page 220: ...l functions for entering editing checking and deleting data in the field F1 F4 To select menu item Menu item Description Job To view create and delete jobs Jobs are a summary of data of different type...

Page 221: ...oint have been edited any new calculations will use the new point details However any previously stored calculation results based on the orig inal coordinates of the point will not be updated Codes To...

Page 222: ...s FlexOffice or another third party software Memory Statistics Displays job specific memory information such as the number of stored stations and fixpoints within a job the number of recorded data blo...

Page 223: ...asurement systems When exporting XML data all measurements will be converted to the same measurement system as set for the distance unit For example if the distance unit is set to a metric unit metre...

Page 224: ...for jobs or formats within the internal memory LIST To list all jobs or formats within the internal memory Field Description To USB memory stick or RS232 serial interface Data Type Data type to be tr...

Page 225: ...obs Format files Formats Codes Codes 3 Select the data format enter the file name and press OK or SEND If the data format is ASCII the ASCII EXPORT DEFINITION screen appears Continue with step 4 For a...

Page 226: ...ists and configurations will be stored in the backup folder created on the USB memory stick The job data will be stored as individual database files for each job which can then be imported again Refer...

Page 227: ...ument automatically stores the file in a directory folder based on the file extension The following data formats can be imported 11 00000D19 21 022 16641826 22 022 09635023 31 00 00006649 58 16 000003...

Page 228: ...Select Import Data DATA IMPORT Data Type File extension Recognised as GSI gsi gsi road Fixpoints DXF dxf Fixpoints LandXML xml Fixpoints ASCII any ASCII file extension e g txt Fixpoints Format frt Fo...

Page 229: ...press OK to import If a Job with the same name already exists in the internal memory a message will appear with the options to overwrite the existing job attach the new points to the current job or r...

Page 230: ...hould not be used as delimiter values in ASCII files These characters can also be part of the point id or coordinate values and if so will generate errors where they occur in the ASCII file 4 If the f...

Page 231: ...k Open the compartment lid on the Communication side cover The USB host port is located underneath the top edge of the compartment Insert the USB memory stick into the USB host port The cap of a Leica...

Page 232: ...the USB memory stick Format a USB memory stick step by step Formatting the USB memory stick before starting to store data is required if a completely new USB memory stick is used or if all existing d...

Page 233: ...rameters are set to Bluetooth and Active Refer to 4 3 Communication Parameters 2 Activate Bluetooth on the external device The steps required depend on the Bluetooth driver and other device specific c...

Page 234: ...further steps must be made in accordance to the user manual of the external device Transferring data via Bluetooth Using FlexOffice Data Exchange Manager data files can be transferred from the instru...

Page 235: ...eral auxiliary programs in order to support the instrument Installation on a computer The installation program can be found on the CD ROM supplied Insert the CD and follow the on screen instructions P...

Page 236: ...followed carefully and precisely as described in the following chapters Some other instrument errors and mechanical parts can be adjusted mechanically Electronic adjustment The following instrument e...

Page 237: ...long periods of work or storage If the temperature difference between current environment and the temperature at the last calibration is more than 10 C 18 F 11 2 Preparation Before determining the in...

Page 238: ...count 11 3 Adjusting Line of Sight and Vertical Index Error Line of sight error The line of sight error or horizontal collimation error is the deviation from the perpendicular between the tilting axis...

Page 239: ...2 Select Adjust from the TOOLS MENU Select HZ collimation or V Index The procedures and conditions required to correct line of sight and vertical index errors are the same therefore the procedure will...

Page 240: ...up with the electronic level step by step 3 Press REC to measure to the target point 2 Aim at a point approximately 100 m from the instrument which is within 5 of the horizontal 4 Change face and aim...

Page 241: ...nt The vertical angle deviates from the required horizontal line of sight or in face II the vertical angle deviates by more than 5 from the target point Aim at the target point with an accuracy of min...

Page 242: ...horizontal plane The horizontal collimation error has to be determined before starting this procedure Access 1 Select Tools from the MAIN MENU 2 Select Adjust from the TOOLS MENU 3 Select Tilt Axis Me...

Page 243: ...ith the electronic level Refer to 3 Operation Level up with the electronic level step by step 3 Press REC to measure to the target point 2 Aim at a point approximately 100 m from the instrument which...

Page 244: ...l the measurements Press OK to save the new adjustment data or Press ESC to exit without saving the new adjustment data Messages The same messages or warning as in 11 3 Adjusting Line of Sight and Ver...

Page 245: ...axis the Level Plummet screen appears automatically Alternatively press FNC from within any application and select Level Plummet 3 The bubbles of the instrument and tribrach levels must be centered I...

Page 246: ...ustment screw should be loose 11 6 Inspecting the Laser Plummet of the Instrument The laser plummet is integrated into the vertical axis of the instrument Under normal conditions of use the laser plum...

Page 247: ...ugh 360 carefully observing the movement of the red laser dot 5 If the center of the laser dot makes a clearly circular movement or moves more than 3 mm away from the point which was first marked an a...

Page 248: ...ws moderately with the allen key supplied 2 Tighten the articulated joints on the tripod head just enough to keep the tripod legs open when lifting the tripod off the ground 3 Tighten the screws of th...

Page 249: ...n its transport container and secure it Shipping When transporting the product by rail air or sea always use the complete original Leica Geosystems packaging transport container and cardboard box or i...

Page 250: ...or information about storage temperature range Batteries can be stored within a 40 to 55 C 40 F to 131 F temperature range however a storage temperature range of 20 C to 30 C 4 F to 86 F in a dry envi...

Page 251: ...are cooler than the ambient temperature tend to fog It is not enough simply to wipe them Keep them for some time inside your jacket or in the vehicle to allow them to adjust to the ambient temperature...

Page 252: ...for the product must ensure that all users understand these directions and adhere to them 13 2 Intended Use Permitted use Measuring horizontal and vertical angles Measuring distances Recording measure...

Page 253: ...of Leica Geosystems Aiming directly into the sun Inadequate safeguards at the working site for example when measuring on roads Deliberate dazzling of third parties Controlling of machines moving objec...

Page 254: ...osystems is responsible for supplying the product including the user manual and original accessories in a completely safe condition Manufacturers of non Leica Geosystems accessories The manufacturers...

Page 255: ...nce of instruction or the inadequate imparting of instruction can lead to incorrect or adverse use and can give rise to accidents with far reaching human material financial and environmental consequen...

Page 256: ...contact the safety authorities responsible for the electrical installations and follow their instructions Warning If the product is used with accessories for example masts staffs poles you may increa...

Page 257: ...orking site is adequately secured Adhere to the regulations governing safety and accident prevention and road traffic Warning If computers intended for use indoors are used in the field there is a dan...

Page 258: ...tery charger not recommended by Leica Geosystems can destroy the batteries This can cause fire or explosions Precautions Only use chargers recommended by Leica Geosystems to charge the batteries Warni...

Page 259: ...he risk of severe injury and rendering the environment liable to contamination Improper disposal of silicone oil may cause environmental contamination Precautions Product specific treatment and waste...

Page 260: ...te and avoid operational hazards The person responsible for the product must ensure that all users understand these directions and adhere to them Products classified as laser class 1 class 2 and class...

Page 261: ...lass 1 in accordance with IEC 60825 1 2007 03 Safety of laser products EN 60825 1 2007 10 Safety of laser products Class 1 laser products are safe under reasonably foreseeable conditions of operation...

Page 262: ...aser Notice No 50 dated June 24 2007 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harmful interference and 2 this...

Page 263: ...ucts EN 60825 1 2007 10 Safety of laser products Class 3R laser products Direct intrabeam viewing may be hazardous low level eye hazard in particular for deliberate ocular exposure The risk of injury...

Page 264: ...Precautions Do not aim at areas that are essentially reflective such as a mirror or which could emit unwanted reflections Do not look through or beside the optical sight at prisms or reflecting objec...

Page 265: ...Safety Directions FlexLine 265 Labelling a Laser beam TSOX_081 a Laser Aperture Laser Radiation Avoid direct eye exposure Class 3R Laser Product according to IEC 60825 1 2007 03 Po 5 00 mW 650 690 nm...

Page 266: ...s pursuant to Laser Notice No 50 dated June 24 2007 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harmful interfer...

Page 267: ...he EGL may be designed differently The product described in this section is excluded from the scope of IEC 60825 1 2007 03 Safety of laser products The product described in this section is classified...

Page 268: ...y of laser products EN 60825 1 2007 10 Safety of laser products Class 2 laser products These products are safe for momentary exposures but can be hazardous for deliberate staring into the beam Warning...

Page 269: ...ice No 50 dated June 24 2007 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harmful interference and 2 this device...

Page 270: ...FlexLine 270 Safety Directions a Laser beam b Exit for laser beam b TSOX_084 a...

Page 271: ...ce in this respect Leica Geosystems cannot completely exclude the possibility that other equipment may be disturbed Caution There is a risk that disturbances may be caused in other equipment if the pr...

Page 272: ...ple near radio transmitters two way radios or diesel generators Precautions Check the plausibility of results obtained under these conditions Warning If the product is operated with connecting cables...

Page 273: ...ica Geosystems the strict regulations and standards which are in force in this respect Leica Geosystems cannot completely exclude the possibility that other equipment may be disturbed or that humans o...

Page 274: ...ent generates uses and can radiate radio frequency energy and if not installed and used in accordance with the instructions may cause harmful interference to radio communications However there is no g...

Page 275: ...Operation is subject to the following two conditions 1 This device may not cause harmful interference and 2 this device must accept any interference received including interference that may cause und...

Page 276: ...teristics Absolute continuous diametric Updates each 0 1 to 0 3 s Available angular accuracies Standard deviation Hz V ISO 17123 3 Display resolution mgon mgon mil 1 0 3 0 1 0 0001 0 1 0 01 2 0 6 1 0...

Page 277: ...rism GPZ4 GPZ122 800 2600 1500 5000 2000 7000 Reflector tape 60 mm x 60 mm 150 500 250 800 250 800 Mini prism GMP101 800 2600 1200 4000 2000 7000 360 Mini prism GRZ101 450 1500 800 2600 1000 3300 Shor...

Page 278: ...ecified accuracy Characteristics EDM measuring mode Standard deviation ISO 17123 4 Measurement time typical s Prism Standard 1 5 mm 2 ppm 1 mm 1 5 ppm 2 4 Prism Fast 3 mm 2 ppm 3 mm 1 5 ppm 0 8 Prism...

Page 279: ...ive 200 660 300 990 400 1310 Grey side 18 reflective 100 330 150 490 200 660 Kodak Gray Card Range D Range E Range F m ft m ft m ft White side 90 reflective 600 1970 800 2630 1000 3280 Grey side 18 re...

Page 280: ...on situation Characteristics Laser dot size Standard measuring Standard deviation ISO 17123 4 Measure time typical s Measure time maximum s 0 m 500 m 2 mm 2 ppm 3 6 12 500 m 4 mm 2 ppm 3 6 12 Tracking...

Page 281: ...PR1 2200 7300 7500 24600 10000 33000 Reflector tape 60 mm x 60 mm 600 2000 1000 3300 1300 4200 Range of measurement From 1000 m up to 12000 m Display unambiguous Up to 12 km Range A Strong haze visibi...

Page 282: ...Phase measurement Type Coaxial visible red laser Carrier wave 658 nm Measuring system System analyser basis 100 MHz 150 MHz Hereby Leica Geosystems AG declares that the instrument is in compliance wi...

Page 283: ...ements and other relevant provisions of Directive 1999 5 EC The declaration of conformity may be consulted at http www leica geosystems com ce Class 1 equipment according European Directive 1999 5 EC...

Page 284: ...limation and V Index Level Magnification 30 x Free Objective aperture 40 mm Focusing 1 7 m 5 6 ft to infinity Field of view 1 30 1 66 gon 2 7 m at 100 m Angular accuracy Setting accuracy Setting range...

Page 285: ...31 characters each heatable temp 5 Name Description RS232 5 pin LEMO 0 for power communication data transfer This port is located at the base of the instrument USB host port USB memory stick port for...

Page 286: ...axis height TSOX_086 86 6 mm 86 6 mm 196 mm 316 mm 173 2 mm TSOX_087 196 mm 316 mm 226 mm Instrument 4 2 kg 4 5 kg depending on hardware configuration Tribrach 760 g Battery GEB211 110 g Battery GEB22...

Page 287: ...Internal memory 2 13 500 Internal memory 10 60 000 Type Visible red laser class 2 Location In standing axis of instrument Accuracy Deviation from plumbline 1 5 mm 2 sigma at 1 5 m instrument height D...

Page 288: ...e Protection against water dust and sand Type Li Ion Voltage 7 4 V Capacity 4 4 Ah Operating time approximately 20 hours Type Operating temperature Storage temperature C F C F FlexLine instrument 20 t...

Page 289: ...y drying out the instrument Operating range 35 C to 50 C 31 F to 122 F To minimise unavoidable slowdown of display performance for the Arctic option switch display heating on and connect the external...

Page 290: ...ospheric correction The distance displayed is correct if the scale correction in ppm mm km which has been entered corresponds to the atmospheric conditions prevailing at the time of the measurement Th...

Page 291: ...5 2 0 1 5 1 0 5 0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 0 5 5 6 0 6 5 7 0 7 5 8 0 8 5 9 0 9 5 1 0 0 1 0 5 1 1 0 1 1 5 1 2 0 1 2 5 1 3 0 1 3 5 1 4 0 50 C 50 C 40 C 40 C 30 C 30 C 20 C 20 C 10 C 10 C 0 C...

Page 292: ...60 F 50 F 40 F 30 F 20 F 10 F 0 F 10 F 20 F 16 ft 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 inch Hg 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 inch Hg 1 6 0 0 0 1 5 0 0 0 1 4 0 0 0 1 3...

Page 293: ...ng formulas Earth curvature 1 R and mean refraction coefficient k 0 13 are automatically taken into account when calculating the horizontal distance and height difference The calculated horizontal dis...

Page 294: ...rism constant mm Horizontal distance m Y sin X cos Vertical circle reading A 1 k 2 R 1 47 10 7 m 1 k 0 13 mean refraction coefficient R 6 378 106 m radius of the earth Height difference m Y sin X cos...

Page 295: ...merchantability fitness for a particular purpose satisfactory quality and non infringement all of which are expressly disclaimed Software License Agreement This product contains software that is prein...

Page 296: ...terms and conditions of the Leica Geosystems Software License Agreement Installation or use of the software or any part thereof is deemed to be an acceptance of all the terms and conditions of such Li...

Page 297: ...tion axis of the telescope KA Tilting axis Horizontal rotation axis of the telescope Also known as the Trunion axis V Vertical angle zenith angle VK Vertical circle With coded circular division for re...

Page 298: ...he instrument TS0X_003 Angle between plumb line and standing axis Standing axis tilt is not an instrument error and is not eliminated by measuring in both faces Any possible influence it may have on t...

Page 299: ..._071 The line of sight error c is the deviation from the perpendicular between the tilting axis and line of sight This could be eliminated by measuring in both faces TS0X_005 c With a horizontal line...

Page 300: ...corrected slope distance between instrument tilting axis and center of prism laser dot Indicated meteorological corrected hori zontal distance Height difference between station and target point hr Re...

Page 301: ...differ Menu Tree Q Survey Programs Station Setup Surveying Stakeout Reference Element Tie Distance Area DTM Volume Remote Height Construction Cogo Road 2D Roadworks 3D TraversePRO Reference Plane Man...

Page 302: ...Temperature Unit Pressure Unit Grade Unit Data Output GSI Format GSI Mask Code record Code Display IIIumi nation Reticle IIIumination Display Heater Pre Suffix Identifier Sort Type Sort Order Double...

Page 303: ...Menu Tree FlexLine 303 System Information Instrument Information Software Information Set Date SetTime Licence Key PIN Load Firmware Firmware Languages Only...

Page 304: ...tories The following diagram is the default directory structure Directory Structure CODES Codelists cls FORMATS Format files frt JOBS GSI DXF ASCII and LandXML files Logfiles created from applications...

Page 305: ...eparation 237 Tilt axis 242 Vertical index 238 Alignments Creating or uploading 183 Description of 175 Angle measurement 276 Angle unit setting of 49 76 Applications Area and DTM Volume 147 COGO 160 C...

Page 306: ...4 Beep setting of 46 Bluetooth Antenna 283 Communication parameters 63 Connection 233 Data transfer 234 Icon 24 Output power 283 PIN 63 Safety directions 273 C Care 249 Check Adjust 236 Check Tie 85 C...

Page 307: ...Delete last record 75 Dimensions of instrument 286 Directory structure 304 Display heater setting of 53 Display illumination setting of 53 Display technical details of 285 Distance decimal places set...

Page 308: ...es 183 196 Firmware information 69 Fixpoint data 221 FlexField firmware 13 FlexOffice Description 14 Folder structure 304 Formats management of 221 Formatting Internal memory 69 USB Stick 232 Free cod...

Page 309: ...ded use 252 Intersections COGO application 162 Inverse and traverse COGO application 161 J Job management of 220 K Keyboard 20 Keys 20 L Labelling 262 265 269 275 Language Deleting 44 Selection of 26...

Page 310: ...measurements 41 Non Prism Prism Toggle 75 O Offsets COGO application 165 Operating concept 13 Operating temperature 288 Operation of instrument 30 P Parity 64 PIN Bluetooth PIN 63 233 Instrument PIN 7...

Page 311: ...Road 2D application 167 Road Projects elements of 175 Roadworks 3D application 173 Rod Length 84 RS232 communication parameters 63 S Safety directions 252 Screen 22 Search 28 Sector beep setting of 46...

Page 312: ...it setting of 51 Terminology 297 Tie Distance application 144 Tilt and horizontal corrections 56 Tilt Axis adjustment 242 Tilt correction setting of 45 Tilting axis description of 300 Time 68 Tools Ad...

Page 313: ...ctory Structure 304 File Manager 222 Formatting 232 Icon 24 Inserting 231 User interface 20 USER key setting of 45 V V After Dist 55 Vertical alignment 175 Vertical angle Description 297 Setting of 47...

Page 314: ...rds of Quality Management and Quality Systems ISO standard 9001 and Environmental Management Systems ISO standard 14001 Ask your local Leica dealer for more information about our TQM program 766166 2...

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